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pf07-053
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5/29/2014 4:28:31 PM
Creation date
6/17/2013 3:39:18 PM
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Planning Files
Planning Files - Planning File #
07-053
Planning Files - Type
Planned Unit Development
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'� � <br />Lanes, Volumes, Timings <br />9: CO RD B& Main Har Mar Access 11/2/2007 <br />� -► �`t i" � � � � f ' �. .� .� <br />L�ne Group EBL EBT EB�t WB1. WBT WBf� NBL NBT NBR SBL SBT SBR <br />Lane Configurations '� �'� � �'�r '� � '� +�, <br />Volume (vph) 331 605 64 214 419 77 149 36 59 120 39 180 <br />IdealFlow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft) 200 0 150 0 110 0 150 0 <br />Storage Lanes 1 0 1 0 1 0 1 0 <br />Taper Length (ft) 25 25 25 25 25 25 25 25 <br />Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 <br />Frt 0.986 0.977 0.907 0.877 <br />Flt Protected 0.950 0.950 0.950 0.950 <br />Satd. Flow (prot) 1770 3490 0 1770 3458 0 1770 1690 0 1770 1634 0 <br />Flt Permitted 0.352 0.298 0.375 0.694 <br />Satd. Flow (perm) 656 3490 0 555 3458 0 699 1690 0 1293 1634 0 <br />Right Turn on Red Yes Yes Yes Yes <br />Satd. Flow (RTOR) 12 22 60 184 <br />Link Speed (mph) 30 30 30 30 <br />Link Distance (ft) 465 1024 251 246 <br />Travel Time (s) 10.6 23.3 5.7 5.6 <br />Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 <br />Adj. Flow (vph) 338 617 65 218 428 79 152 37 60 122 40 184 <br />Shared Lane Tra�c (%) <br />Lane Group Flow (vph) 338 682 0 218 507 0 152 97 0 122 224 0 <br />Turn Type pm+pt pm+pt pm+pt pm+pt <br />Protected Phases 1 6 5 2 7 4 3 8 <br />Permitted Phases 6 2 4 g <br />Total Split (s) 20.2 32.1 0.0 19.4 31.3 0.0 10.6 33.0 0.0 10.5 32.9 0.0 <br />Total Lost Time (s) 4.2 4.7 4.0 4.2 4.5 4.0 4.2 4.9 4.0 4.2 4.9 4.0 <br />Act Effct Green (s) 31.8 20.0 28.5 18.6 16.6 10.9 15.3 8.4 <br />Actuated g/C Ratio 0.51 0.32 0.45 0.30 0.26 0.17 0.24 0.13 <br />v/c Ratio 0.64 0.61 0.50 0.49 0.52 0.28 0.34 0.59 <br />Control Delay 14.0 20.8 12.0 19.6 25.4 15.8 20.9 14.8 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 14.0 20.8 12.0 19.6 25.4 15.8 20.9 14.8 <br />LOS B C B B C B C B <br />Approach Delay 18.5 17.3 21.7 17.0 <br />Approach LOS B g � g <br />Queue Length 50th (ft) 60 106 36 74 41 12 33 14 <br />Queue Length 95th (ft) 125 189 79 141 102 56 85 79 <br />Internal Link Dist (ft) 385 944 171 166 <br />Turn Bay Length (ft) 200 150 110 150 <br />Base Capacity (vph) 646 1557 594 1515 296 803 369 842 <br />Starvation Cap Reductn 0 0 0 0 0 0 0 0 <br />Spiliback Cap Reductn 0 0 0 0 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.52 0.44 0.37 0.33 0.51 0.12 0.33 0.27 <br />Intersection Summary <br />Area Type: Other <br />Cycle Length: 95 <br />Actuated Cycle Length: 62.8 <br />T:11959101\Synchro12009_No-Build PM Peak Hour.syn Synchro 7- Report <br />-Page 1 <br />
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